HomeMy WebLinkAbout07 Asphalt 110331 CRDU�IIn
Client: Vail Resorts Development Co. E N G I N E E Fi I N G C O N 5 U LTR NTS
PO Box 959 Job Name: First Chair Employee Housing Date: 6/25/2010
Avon, CO 81620 Job No.: 10-6522 Weather: Sunny
Temperature: 70's
Attn.: Mr. Kyle Griffith Report No.: 1
SUMMARY OF ASPHALT COMPACTION TESTS
TEST LOCATION LIFT FIELD MARSHALL MAXIMUM PERCENT PASS ASPHALT
# # DENSITY DENSITY THEORETICAL COMPACTION or GRADING
(pcf) (pcfl DENSITY (%) FAIL AND
(pc� AGGREGATE SIZE
1 42' W of edge of concrete, 3' S of N edge 1 142.0 154.4 92 PASS SX-75
2 112' W of edge of concrete, 3' S of N edge 1 141.4 154.4 92 PASS SX-75
Comments: Mix Supplier: Elam
Asphalt Cement: PG 58+28
Asphalt Mix ID: 271810
Specifications: 92 - 96% Maximum Theoretical Density Field Rep: Stephen Buckeridge
41 Inverness Drive East 7393 Dahlia Street P.O.Box 464
Englewood,CO 80112 Commerce City,CO 80022 Gypsum,Colorado 81637
Tel:(303)289 1989 Tel:(303)289 1989 Tel:(970)524 0720
Fax:(303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721
CRDU�IIn
Client: Vail Resorts Development Co. E N G I N E E Fi I N G C O N 5 U LTR NTS
PO Box 959 Job Name: First Chair Employee Housing Date: 10/28/2010
Avon, CO 81620 Job No.: 10-6522 Weather: Sunny
Temperature: 40's
Attn.: Mr. Kyle Griffith Report No.: 2
SUMMARY OF ASPHALT COMPACTION TESTS
TEST LOCATION LIFT FIELD MARSHALL MAXIMUM PERCENT PASS ASPHALT
# # DENSITY DENSITY THEORETICAL COMPACTION or GRADING
(pcf) (pcfl DENSITY (%) FAIL AND
Parkin LOt (pc� AGGREGATE SIZE
3 East Section, 42' W, 15' N of SE corner 1 139.7 153.5 91 FAIL SX-75
3.1 East Section, 42' W, 15' N of SE corner 1 143.0 153.5 93 PASS SX-75
4 East Section, 42' W, 33' N of SE corner 1 136.2 153.5 89 FAIL SX-75
4.1 East Section, 42' W, 33' N of SE corner 1 141.6 153.5 92 PASS SX-75
5 Middle Section, 33' W, 4' N of SE corner 1 141.5 153.5 92 PASS SX-75
6 Middle Section, 33' W, 10' N of SE corner 1 142.9 153.5 93 PASS SX-75
7 Middle Section, 33' W, 22' N of SE corner 1 141.3 153.5 92 PASS SX-75
8 West Section, 39' E, 6' N of SW corner 1 142.1 153.5 93 PASS SX-75
9 West Section, 39' E, 14' N of SW corner 1 142.5 153.5 93 PASS SX-75
10 Middle Section, 39' W, 6' S of NE corner 1 142.0 153.5 93 PASS SX-75
11 Middle Section, 39' W, 10 S of NE corner 1 142.2 153.5 93 PASS SX-75
12 Middle Section, 39' W, 20' S of NE corner 1 142.3 153.5 93 PASS SX-75
13 50' E of Valley Pan at Entrance, 6' Left 1 142.5 153.5 93 PASS SX-75
Comments: Mix Supplier: Everist
Asphalt Cement: PG58+28R20
Asphalt Mix ID: 532
Specifications: 92 - 96% Maximum Theoretical Density Field Rep: Stephen Buckeridge
41 Inverness Drive East 7393 Dahlia Street P.O.Box 464
Englewood,CO 80112 Commerce City,CO 80022 Gypsum,Colorado 81637
Tel:(303)289 1989 Tel:(303)289 1989 Tel:(970)524 0720
Fax:(303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721
CRDU�IIn
Client: Vail Resorts Development Co. E N G I N E E Fi I N G C O N 5 U LTR NTS
PO Box 959 Job Name: First Chair Employee Housing Date: 10/29/2010
Avon, CO 81620 Job No.: 10-6522 Weather: Sunny
Temperature: 50's
Attn.: Mr. Kyle Griffith Report No.: 3
SUMMARY OF ASPHALT COMPACTION TESTS
TEST LOCATION LIFT FIELD MARSHALL MAXIMUM PERCENT PASS ASPHALT
# # DENSITY DENSITY THEORETICAL COMPACTION or GRADING
(pcf) (pcfl DENSITY (%) FAIL AND
Parkin LOt (pc� AGGREGATE SIZE
14 50' E of Valley Pan at Entrance, 3' right 1 140.6 153.5 92 PASS SX-75
15 East Section, 50 W, 5' N of SE corner 2 140.6 153.5 92 PASS SX-75
16 East Section, 50' W, 13' N of SE corner 2 139.6 153.5 91 FAIL SX-75
17 East Section, 50' W, 24' N of SE corner 2 132.8 153.5 87 FAIL SX-75
18 East Section, 50' W, 32' N of SE corner 2 138.4 153.5 90 FAIL SX-75
19 Middle Section, 30' W, 5' N of SE corner 2 140.0 153.5 91 FAIL SX-75
20 Middle Section, 30' W, 15' N of SE corner 2 140.8 153.5 92 PASS SX-75
21 Middle Section, 30' W, 20' N of SW corner 2 141.0 153.5 92 PASS SX-75
22 West Section, 30' W, 4' N of SE corner 2 143.9 153.5 94 PASS SX-75
23 West Section, 30' W, 13' N of SE corner 2 142.4 153.5 93 PASS SX-75
24 Middle Section, 55' W, 5 S of NE corner 2 141.6 153.5 92 PASS SX-75
25 Middle Section, 55' W, 12' S of NE corner 2 140.3 153.5 91 FAIL SX-75
26 Middle Section 55' W, 21' S of NE corner 2 140.2 153.5 91 FAIL SX-75
27 39' E of Valley Pan at Entranced, 5' Left 2 140.6 153.5 92 PASS SX-75
Comments: Mix Supplier: Everist
Asphalt Cement: PG58+28R20
Asphalt Mix ID: 532
Specifications: 92 - 96% Maximum Theoretical Density Field Rep: Stephen Buckeridge
41 Inverness Drive East 7393 Dahlia Street P.O.Box 464
Englewood,CO 80112 Commerce City,CO 80022 Gypsum,Colorado 81637
Tel:(303)289 1989 Tel:(303)289 1989 Tel:(970)524 0720
Fax:(303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721
CRDU�IIn
ENGINEEFiING CONSULTRNTS
ASPHALT PROPERTIES
Project: First Chair
Job Number: 10 6522 Date: 12/1/2010
Reported to: VRDC
PO Box 959
Avon, CO 80620
Attn: Mr Kyle Griffith
Sample Information
Sample Number: 1539
Sample Location: Parking Lot
Aggregate Identification: Everist SX(75) PG 58-28 w/20% RAP
Date Sampled: 10/28/2010
Gradation Analysis
Sieve Size Passing Job Specifications
(opening) (%) (%) passing
1 1/2"
1"
3/4" 100 100
1/2" 99 90-100
3/8" 91 83-95
#4 68 59-69
#8 52 42-52
#16 39
#30 29 22-30
#50 20
#100 14
#200 7.9 5.4-9.4
Asphalt Properties Asphalt Properties Job Specifications
Asphalt Cement Content (ASTM D 6307) %: 5.92 5.6 +/-0.3%
Average Marshall Density (ASTM D 1559)pcf*:
Maximum Theo. Density (ASTM D 2041)pcf*: 153.2 154.4
Voids %
VMA % /VFA %
Hveem Stability (ASTM D 1560)
Lottmans (ASTM D 1074 & D1075)
�Specific Gravity x 62.24
Asphalt Content by ignition oven is uncorrected, if a correction factor is requested, asphalt supplier
must deliver sufficient quantities of asphalt mix ingredients and mix design information to our
laboratory.
1008 3rd Ave,Ste D Corporate Office P.O.Box 464
Grand Junction,CO 81501 41 Inverness Dr East Gypsum,CO 81637
P:970-242-4300 Englewood,CO 80112 P:970-524-0720
F:970-524-0721 P:303-289-1989 F:970-524-0721
CRDU�IIn
ENGINEEFiING CONSULTRNTS
ASPHALT PROPERTIES
Project: First Chair
Job Number: 10 6522 Date: 12/1/2010
Reported to: VRDC
PO Box 959
Avon, CO 80620
Attn: Mr Kyle Griffith
Sample Information
Sample Number: 1541
Sample Location: Parking Lot
Aggregate Identification: Everist SX(75) PG 58-28 w/20% RAP
Date Sampled: 10/29/2010
Gradation Analysis
Sieve Size Passing Job Specifications
(opening) (%) (%) passing
1 1/2"
1"
3/4" 100 100
1/2" 99 90-100
3/8" 91 83-95
#4 65 59-69
#8 50 42-52
#16 38
#30 29 22-30
#50 21
#100 14
#200 8.4 5.4-9.4
Asphalt Properties Asphalt Properties Job Specifications
Asphalt Cement Content (ASTM D 6307) %: 5.94 5.6 +/-0.3%
Average Marshall Density (ASTM D 1559)pcf*:
Maximum Theo. Density (ASTM D 2041)pcf*: 153.5 154.4
Voids %
VMA % /VFA %
Hveem Stability (ASTM D 1560)
Lottmans (ASTM D 1074 & D1075)
�Specific Gravity x 62.24
Asphalt Content by ignition oven is uncorrected, if a correction factor is requested, asphalt supplier
must deliver sufficient quantities of asphalt mix ingredients and mix design information to our
laboratory.
Corporate Office
1008 3rd Ave Ste D 41 Inverness Drive East P.O.Box 464
Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637
P:970-242-4300 P:303-289-1989 Tel:970-524-0720
F:970-524-0721 Fax:970-524-0721